KE0999 ***********************************************************************
KE0999  DESIGNATION -  SKIRT
KE0999  PID         -  KE0999
KE0999  STATE/COUNTY-  KS/JACKSON
KE0999  USGS QUAD   -  NETAWAKA (1961)
KE0999
KE0999                         *CURRENT SURVEY CONTROL
KE0999  ___________________________________________________________________
KE0999* NAD 83(1997)-  39 30 45.98890(N)    095 44 54.03674(W)     ADJUSTED
KE0999* NAVD 88     -       349.410  (meters)    1146.36   (feet)  ADJUSTED
KE0999  ___________________________________________________________________
KE0999  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
KE0999  GEOID HEIGHT-         -30.86  (meters)                     GEOID99
KE0999  DYNAMIC HT  -         349.193 (meters)    1145.64  (feet)  COMP
KE0999  MODELED GRAV-     979,997.6   (mgal)                       NAVD 88
KE0999
KE0999  HORZ ORDER  -  SECOND
KE0999  VERT ORDER  -  SECOND    CLASS 0
KE0999
KE0999.The horizontal coordinates were established by classical geodetic methods
KE0999.and adjusted by the National Geodetic Survey in October 1998.
KE0999
KE0999.The orthometric height was determined by differential leveling
KE0999.and adjusted by the National Geodetic Survey in June 1991.
KE0999
KE0999.The Laplace correction was computed from DEFLEC99 derived deflections.
KE0999
KE0999.The geoid height was determined by GEOID99.
KE0999
KE0999.The dynamic height is computed by dividing the NAVD 88
KE0999.geopotential number by the normal gravity value computed on the
KE0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
KE0999.degrees latitude (g = 980.6199 gals.).
KE0999
KE0999.The modeled gravity was interpolated from observed gravity values.
KE0999
KE0999;                    North         East     Units   Scale      Converg.
KE0999;SPC KS N     -   133,340.485   593,610.925   MT  0.99996728 +1 25 28.8
KE0999;UTM  15      - 4,377,289.254   263,725.958   MT  1.00028738 -1 44 58.0
KE0999
KE0999:                Primary Azimuth Mark                     Grid Az
KE0999:SPC KS N     -  DECKER                                   217 21 59.7
KE0999:UTM  15      -  DECKER                                   220 32 26.5
KE0999
KE0999|---------------------------------------------------------------------|
KE0999| PID    Reference Object                     Distance      Geod. Az  |
KE0999|                                                           dddmmss.s |
KE0999| KE1000 SKIRT RM 1                           25.427 METERS 00335     |
KE0999| KE1210 HOLTON MUNICIPAL STANDPIPE          APPROX. 5.1 KM 1812504.1 |
KE0999| KE0998 SKIRT RM 2                           25.762 METERS 18252     |
KE0999| KE1261 DECKER                              APPROX.13.8 KM 2184728.5 |
KE0999|---------------------------------------------------------------------|
KE0999
KE0999                          SUPERSEDED SURVEY CONTROL
KE0999
KE0999  NAD 83(1997)-  39 30 45.99592(N)    095 44 54.03393(W) AD(       ) 2
KE0999  NAD 83(1986)-  39 30 45.99571(N)    095 44 54.03258(W) AD(       ) 2
KE0999  NAD 27      -  39 30 46.01780(N)    095 44 53.09020(W) AD(       ) 2
KE0999  NGVD 29     -       349.312  (m)         1146.03   (f) ADJ UNCH    2 0
KE0999
KE0999.Superseded values are not recommended for survey control.
KE0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
KE0999.See file dsdata.txt to determine how the superseded data were derived.
KE0999
KE0999_MARKER: DS = TRIANGULATION STATION DISK
KE0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
KE0999_STAMPING: SKIRT 1960
KE0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
KE0999+STABILITY: SURFACE MOTION
KE0999
KE0999  HISTORY     - Date     Condition        Recov. By
KE0999  HISTORY     - 1960     MONUMENTED       CGS
KE0999  HISTORY     - 1961     GOOD             NGS
KE0999
KE0999                          STATION DESCRIPTION
KE0999
KE0999''DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
KE0999''STATION IS LOCATED ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 75,
KE0999''ABOUT 3-1/2 MILES NORTH OF HOLTON.
KE0999''
KE0999''REACHED FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE HIGHWAY
KE0999''16 IN THE WEST EDGE OF HOLTON BY GOING NORTH ON HIGHWAY 75 AND 16
KE0999''FOR 3.05 MILES TO WHERE HIGHWAY 16 TURNS WEST, CONTINUE NORTH ON
KE0999''HIGHWAY 75 FOR 0.4 MILE TO THE STATION ON THE LEFT.
KE0999''
KE0999''STATION MARKS ARE STANDARD DISKS, STAMPED SKIRT 1960.  THE
KE0999''SURFACE MARK IS SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST
KE0999''PROJECTING 6 INCHES.  IT IS 68 FEET WEST OF THE CENTERLINE OF
KE0999''HIGHWAY 75 AND 3.8 FEET SOUTH OF A METAL WITNESS POST.
KE0999''
KE0999''REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SKIRT NO 1 1960, SET
KE0999''IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  IT IS 65 FEET
KE0999''WEST OF THE CENTERLINE OF HIGHWAY 75 AND 79.6 FEET NORTH OF
KE0999''THE WITNESS POST.
KE0999''
KE0999''REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SKIRT NO 2 1960,
KE0999''SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 6
KE0999''INCHES.  IT IS 71 FEET WEST OF THE CENTERLINE OF HIGHWAY 75 AND
KE0999''88.3 FEET SOUTH OF THE WITNESS POST.
KE0999''
KE0999''NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
KE0999
KE0999                          STATION RECOVERY (1961)
KE0999
KE0999''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
KE0999''3.5 MI N FROM HOLTON.
KE0999''3.5 MILES NORTH ALONG HIGHWAY 75 FROM THE JUNCTION OF U.S. HIGHWAY
KE0999''75 AND STATE HIGHWAY 16 IN THE WEST EDGE OF HOLTON, 68 FEET WEST
KE0999''OF THE CENTER OF U.S. HIGHWAY 75, 4.0 FEET SOUTH OF THE WITNESS
KE0999''POST, SET IN THE TOP OF A 10 INCH SQUARE POST THAT PROJECTS
KE0999''6 INCHES.