TR0616 ***********************************************************************
TR0616  DESIGNATION -  T 329
TR0616  PID         -  TR0616
TR0616  STATE/COUNTY-  WA/SKAGIT
TR0616  USGS QUAD   -  DECEPTION PASS (1978)
TR0616
TR0616                         *CURRENT SURVEY CONTROL
TR0616  ___________________________________________________________________
TR0616* NAD 83(1986)-  48 29 56.     (N)    122 40 35.     (W)     SCALED
TR0616* NAVD 88     -        44.736  (meters)     146.77   (feet)  ADJUSTED
TR0616  ___________________________________________________________________
TR0616  GEOID HEIGHT-         -21.90  (meters)                     GEOID99
TR0616  DYNAMIC HT  -          44.748 (meters)     146.81  (feet)  COMP
TR0616  MODELED GRAV-     980,879.2   (mgal)                       NAVD 88
TR0616
TR0616  VERT ORDER  -  FIRST     CLASS II
TR0616
TR0616.The horizontal coordinates were scaled from a topographic map and have
TR0616.an estimated accuracy of +/- 6 seconds.
TR0616
TR0616.The orthometric height was determined by differential leveling
TR0616.and adjusted by the National Geodetic Survey in June 1991.
TR0616
TR0616.The geoid height was determined by GEOID99.
TR0616
TR0616.The dynamic height is computed by dividing the NAVD 88
TR0616.geopotential number by the normal gravity value computed on the
TR0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
TR0616.degrees latitude (G = 980.6199 gals.).
TR0616
TR0616.The modeled gravity was interpolated from observed gravity values.
TR0616
TR0616;                    North         East    Units  Estimated Accuracy
TR0616;SPC WA N     -   168,280.      363,810.      MT  (+/- 180 meters Scaled)
TR0616
TR0616                          SUPERSEDED SURVEY CONTROL
TR0616
TR0616  NGVD 29     -        43.583  (m)          142.99   (f) ADJ UNCH    1 2
TR0616
TR0616.Superseded values are not recommended for survey control.
TR0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
TR0616.See file dsdata.txt to determine how the superseded data were derived.
TR0616
TR0616_MARKER: DB = BENCH MARK DISK
TR0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
TR0616_STAMPING: T 329 1952
TR0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
TR0616+STABILITY: SURFACE MOTION
TR0616
TR0616  HISTORY     - Date     Condition        Recov. By
TR0616  HISTORY     - 1952     MONUMENTED       CGS
TR0616  HISTORY     - 1976     GOOD             NGS
TR0616  HISTORY     - 1984     GOOD             USPSQD
TR0616
TR0616                          STATION DESCRIPTION
TR0616
TR0616''DESCRIBED BY COAST AND GEODETIC SURVEY 1952
TR0616''3.6 MI W FROM ANACORTES.
TR0616''0.4 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
TR0616''ANACORTES, THENCE 3.2 MILES WEST ALONG AN ASPHALT ROAD, AT THE T
TR0616''JUNCTION OF ALEXANDER BEACH ROAD, 125 FEET SOUTH OF AND ACROSS THE
TR0616''JUNCTION FROM THE SOUTH CORNER OF A FRAME HOUSE, 47 FEET SOUTHEAST OF
TR0616''THE CENTER LINE OF THE ROAD, 28 FEET SOUTHWEST OF THE CENTER LINE OF
TR0616''ALEXANDER BEACH ROAD, 2.8 FEET SOUTH OF A 6-FOOT HIGH WHITE ROAD SIGN
TR0616''POST, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
TR0616''THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
TR0616''ABOVE THE GROUND.
TR0616
TR0616                          STATION RECOVERY (1976)
TR0616
TR0616''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
TR0616''REACHED FROM THE INTERSECTION OF COMMERCIAL AVENUE AND 12TH STREET IN
TR0616''ANACORTES BY GOING WEST ON 12TH STREET 1.1 MILES TO A AVENUE,
TR0616''CONTINUE STRAIGHT AHEAD 2.0 MILES TO A FORK, KEEP LEFT, GO 0.15 MILE
TR0616''TO THE INTERSECTION OF ANACO BEACH ROAD AND SUNSET AVENUE AND THE
TR0616''MARK, 47 FEET SOUTH OF THE CENTER OF SUNSET AVENUE, 35 FEET WEST OF
TR0616''THE CENTER OF ANACO BEACH ROAD, 11 FEET EAST OF THE LOWER END OF A
TR0616''POWER POLE GUY WIRE AND 2 FEET NORTH OF A SPLIT TRUNK, 6 INCH FIR
TR0616''TREE WITH A SURVEY MARKER SIGN. (TRUNK OF TREE DIVIDES ABOUT 18
TR0616''INCHES ABOVE GROUND). THE MARK IS A STANDARD DISK SET IN A ROUND
TR0616''CONCRETE POST WHICH PROJECTS 1 INCH ABOVE GROUND.
TR0616
TR0616                          STATION RECOVERY (1984)
TR0616
TR0616''RECOVERY NOTE BY US POWER SQUADRON 1984
TR0616''RECOVERED IN GOOD CONDITION.