RD2197 ***********************************************************************
RD2197  DESIGNATION -  BM
RD2197  PID         -  RD2197
RD2197  STATE/COUNTY-  OR/MULTNOMAH
RD2197  USGS QUAD   -  BRIDAL VEIL (1994)
RD2197
RD2197                         *CURRENT SURVEY CONTROL
RD2197  ___________________________________________________________________
RD2197* NAD 83(1991)-  45 32 21.51904(N)    122 14 40.72099(W)     ADJUSTED
RD2197* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED
RD2197  ___________________________________________________________________
RD2197  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
RD2197  GEOID HEIGHT-         -22.33  (meters)                     GEOID99
RD2197
RD2197  HORZ ORDER  -  THIRD
RD2197
RD2197.The horizontal coordinates were established by classical geodetic methods
RD2197.and adjusted by the National Geodetic Survey in October 1991.
RD2197
RD2197.The orthometric height was scaled from a topographic map.
RD2197
RD2197.The Laplace correction was computed from DEFLEC99 derived deflections.
RD2197
RD2197.The geoid height was determined by GEOID99.
RD2197
RD2197;                    North         East     Units   Scale      Converg.
RD2197;SPC OR N     -   209,564.122 2,363,758.975   MT  0.99991547 -1 14 14.2
RD2197;SPC WA S     -    24,402.048   363,737.135   MT  1.00007958 -1 16 02.3
RD2197;UTM  10      - 5,043,141.296   558,972.382   MT  0.99964276 +0 32 20.9
RD2197
RD2197:                Primary Azimuth Mark                     Grid Az
RD2197:SPC OR N     -  TUN                                      280 15 35.6
RD2197:SPC WA S     -  TUN                                      280 17 23.7
RD2197:UTM  10      -  TUN                                      278 29 00.5
RD2197
RD2197|---------------------------------------------------------------------|
RD2197| PID    Reference Object                     Distance      Geod. Az  |
RD2197|                                                           dddmmss.s |
RD2197| RD2308 TUN                                 APPROX. 2.4 KM 2790121.4 |
RD2197|---------------------------------------------------------------------|
RD2197
RD2197                          SUPERSEDED SURVEY CONTROL
RD2197
RD2197  NAD 83(1986)-  45 32 21.53103(N)    122 14 40.72780(W) AD(       ) 3
RD2197  NAD 27      -  45 32 22.09570(N)    122 14 36.39640(W) AD(       ) 3
RD2197
RD2197.Superseded values are not recommended for survey control.
RD2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
RD2197.See file dsdata.txt to determine how the superseded data were derived.
RD2197
RD2197  HISTORY     - Date     Condition        Recov. By
RD2197  HISTORY     - 1938     MONUMENTED       USGS
RD2197  HISTORY     - 1951     MONUMENTED       CGS
RD2197
RD2197                          STATION DESCRIPTION
RD2197
RD2197''DESCRIBED BY US GEOLOGICAL SURVEY 1938 (WMS)
RD2197''STATION IS A U.S.G.S. BENCH MARK AT CROWN POINT.  AN ALUMINUM
RD2197''U.S.G.S. BENCH MARK TABLET SET IN THE CENTER OF THE SCROLL-LIKE END
RD2197''OF THE CONCRETE RAIL ALONG THE WALK BORDERING THE HIGHWAY AT THE W
RD2197''END OF THE SAID RAIL AND ABOUT 2-1/2 FEET ABOVE THE WALK.
RD2197
RD2197                          STATION RECOVERY (1951)
RD2197
RD2197''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (ANS)
RD2197''THE PREVIOUS DESCRIPTIONS ARE ENTIRELY CORRECT AND ADEQUATE.  THE
RD2197''STATION WAS RECOVERED AS DESCRIBED.