1        National Geodetic Survey,   Retrieval Date = JANUARY  5, 2004
 GF0565 ***********************************************************************
 GF0565  DESIGNATION -  F 157 RESET
 GF0565  PID         -  GF0565
 GF0565  STATE/COUNTY-  AR/CARROLL
 GF0565  USGS QUAD   -  GRANDVIEW (1972)
 GF0565
 GF0565                         *CURRENT SURVEY CONTROL
 GF0565  ___________________________________________________________________
 GF0565* NAD 83(1997)-  36 22 48.72085(N)    093 35 23.01001(W)     ADJUSTED  
 GF0565* NAVD 88     -       368.53   (meters)    1209.1    (feet)  RESET     
 GF0565  ___________________________________________________________________
 GF0565  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 GF0565  GEOID HEIGHT-         -28.23  (meters)                     GEOID99
 GF0565
 GF0565  HORZ ORDER  -  THIRD
 GF0565  VERT ORDER  -  THIRD
 GF0565
 GF0565.The horizontal coordinates were established by classical geodetic methods
 GF0565.and adjusted by the National Geodetic Survey in September 1999.
 GF0565.No horizontal observational check was made to the station.
 GF0565
 GF0565.The orthometric height was computed from unverified reset data.
 GF0565
 GF0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 GF0565
 GF0565.The geoid height was determined by GEOID99.
 GF0565
 GF0565;                    North         East     Units   Scale      Converg.
 GF0565;SPC AR N     -   228,244.826   257,357.282   MT  1.00003233 -0 55 30.2
 GF0565;SPC MO W     -    24,078.005   931,674.213   MT  1.00002333 +0 32 23.8
 GF0565;SPC MO C     -    61,228.389   402,224.911   MT  1.00005108 -0 38 47.1
 GF0565;UTM  15      - 4,026,281.021   447,105.501   MT  0.99963447 -0 20 59.3
 GF0565
 GF0565                          SUPERSEDED SURVEY CONTROL
 GF0565
 GF0565  NAD 83(1997)-  36 22 48.72907(N)    093 35 23.01258(W) AD(       ) 3
 GF0565  NAD 83(1997)-  36 22 48.73181(N)    093 35 23.01039(W) AD(       ) 3
 GF0565  NAD 83(1986)-  36 22 48.73192(N)    093 35 23.01055(W) AD(       ) 3
 GF0565  NAD 27      -  36 22 48.48444(N)    093 35 22.33980(W) AD(       ) 3
 GF0565  NGVD 29 (07/19/86)  368.4    (m)         1209.     (f) VERT ANG       
 GF0565
 GF0565.Superseded values are not recommended for survey control.
 GF0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0565.See file dsdata.txt to determine how the superseded data were derived.
 GF0565
 GF0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4710626281(NAD 83)
 GF0565_MARKER: DB = BENCH MARK DISK
 GF0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0565_STAMPING: F 157 RESET 1969
 GF0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0565+STABILITY: SURFACE MOTION
 GF0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0565+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 GF0565
 GF0565  HISTORY     - Date     Condition        Report By
 GF0565  HISTORY     - 1969     MONUMENTED       CGS
 GF0565  HISTORY     - 1987     GOOD             USPSQD
 GF0565  HISTORY     - 20031112 GOOD             INDIV
 GF0565
 GF0565                          STATION DESCRIPTION
 GF0565
 GF0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GF0565'1.8 MI W FROM BERRYVILLE.
 GF0565'ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE COURTHOUSE
 GF0565'AT BERRYVILLE, 79 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GF0565'A HOUSE, 60 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 62,
 GF0565'29 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF A
 GF0565'METAL WITNESS POST, 1 FOOT EAST OF A FENCE, AT HIGHWAY STATION
 GF0565'598+99.0, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 GF0565'PROJECTS 3 INCHES.
 GF0565
 GF0565                          STATION RECOVERY (1987)
 GF0565
 GF0565'RECOVERY NOTE BY US POWER SQUADRON 1987 (RAN)
 GF0565'RECOVERED IN GOOD CONDITION.
 GF0565
 GF0565                          STATION RECOVERY (2003)
 GF0565
 GF0565'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KG)
 GF0565'RECOVERED IN GOOD CONDITION.