JJ0224 ***********************************************************************
JJ0224  DESIGNATION -  B 38
JJ0224  PID         -  JJ0224
JJ0224  STATE/COUNTY-  CO/PROWERS
JJ0224  USGS QUAD   -  LAMAR EAST (1985)
JJ0224
JJ0224                         *CURRENT SURVEY CONTROL
JJ0224  ___________________________________________________________________
JJ0224* NAD 83(1986)-  38 05 21.     (N)    102 36 59.     (W)     SCALED
JJ0224* NAVD 88     -      1102.563  (meters)    3617.33   (feet)  ADJUSTED
JJ0224  ___________________________________________________________________
JJ0224  GEOID HEIGHT-         -23.25  (meters)                     GEOID99
JJ0224  DYNAMIC HT  -        1101.508 (meters)    3613.86  (feet)  COMP
JJ0224  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
JJ0224
JJ0224  VERT ORDER  -  FIRST     CLASS II
JJ0224
JJ0224.The horizontal coordinates were scaled from a topographic map and have
JJ0224.an estimated accuracy of +/- 6 seconds.
JJ0224
JJ0224.The orthometric height was determined by differential leveling
JJ0224.and adjusted by the National Geodetic Survey in June 1991.
JJ0224.WARNING-Repeat measurements at this control monument indicate possible
JJ0224.vertical movement.
JJ0224
JJ0224.The geoid height was determined by GEOID99.
JJ0224
JJ0224.The dynamic height is computed by dividing the NAVD 88
JJ0224.geopotential number by the normal gravity value computed on the
JJ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
JJ0224.degrees latitude (G = 980.6199 gals.).
JJ0224
JJ0224.The modeled gravity was interpolated from observed gravity values.
JJ0224
JJ0224;                    North         East    Units  Estimated Accuracy
JJ0224;SPC CO S     -   466,580.    1,167,320.      MT  (+/- 180 meters Scaled)
JJ0224
JJ0224                          SUPERSEDED SURVEY CONTROL
JJ0224
JJ0224  NGVD 29     -      1102.021  (m)         3615.55   (f) ADJ UNCH    1 2
JJ0224
JJ0224.Superseded values are not recommended for survey control.
JJ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
JJ0224.See file dsdata.txt to determine how the superseded data were derived.
JJ0224
JJ0224_MARKER: DB = BENCH MARK DISK
JJ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
JJ0224_STAMPING: 3615.547 B 38 1933
JJ0224_PROJECTION: PROJECTING 10 CENTIMETERS
JJ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
JJ0224+STABILITY: SURFACE MOTION
JJ0224
JJ0224  HISTORY     - Date     Condition        Recov. By
JJ0224  HISTORY     - 1933     MONUMENTED       CGS
JJ0224  HISTORY     - 1943     GOOD             NGS
JJ0224  HISTORY     - 1968     GOOD             NGS
JJ0224  HISTORY     - 1985     GOOD             NGS
JJ0224
JJ0224                          STATION DESCRIPTION
JJ0224
JJ0224''DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
JJ0224''AT LAMAR.
JJ0224''AT LAMAR, PROWERS COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
JJ0224''RAILWAY, 161 FEET SOUTH OF THE CENTERLINE OF THE SOUTH SIDETRACK,
JJ0224''NEAR THE INTERSECTION OF THIRD AND BEECH STREETS, 54 FEET NORTH
JJ0224''OF THE SOUTH CURB OF BEECH STREET, AND 40 FEET EAST OF THE CENTERLINE
JJ0224''OF THIRD STREET.  A STANDARD DISK, STAMPED 3615.547 B 38 1933 AND
JJ0224''SET IN THE TOP OF A CONCRETE POST.
JJ0224
JJ0224                          STATION RECOVERY (1968)
JJ0224
JJ0224''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
JJ0224''RECOVERED IN GOOD CONDITION.
JJ0224
JJ0224                          STATION RECOVERY (1985)
JJ0224
JJ0224''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
JJ0224''RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN LAMAR, AT
JJ0224''THE INTERSECTION OF THIRD AND BEECH STREETS, IN THE SOUTHWEST CORNER
JJ0224''OF A VACANT LOT, 11.6 M (38.1 FT) EAST OF THE CENTER OF THIRD STREET,
JJ0224''8.5 M (27.9 FT) NORTH OF THE CENTER OF BEECH STREET, 4.9 M (16.1 FT)
JJ0224''SOUTH OF A 36-INCH ELM TREE, AND 3.4 M (11.2 FT) EAST OF A UTILITY
JJ0224''POLE.
JJ0224''THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
JJ0224''THE MARK IS 0.5 M ABOVE THE STREETS.